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    Measuring Deflections of a Short-Span Railway Bridge Using a Robotic Total Station

    Source: Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 002
    Author:
    Panos A.
    ,
    Psimoulis
    ,
    Stathis C.
    ,
    Stiros
    DOI: 10.1061/(ASCE)BE.1943-5592.0000334
    Publisher: American Society of Civil Engineers
    Abstract: A robotic total station (RTS) [or robotic theodolite or theodolite positioning system (TPS)] was used for the first time to measure the deflections of a short-span bridge in response to passing trains. The RTS measurements aimed to a reflector which was set on one of the midspans of the historical Gorgopotamos Bridge in Greece permitted to identify the measurement noise (apparent displacements) up to ±1.3 mm when no trains were passing, and deflections with peaks of 2.5–6 mm during intervals when small or larger trains were passing. These results confirm previous experiments and indicate that, under certain conditions (mostly favorable atmospheric conditions), an RTS can be used for monitoring dynamic displacements of relatively stiff bridges, and as a useful tool for structural health monitoring.
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      Measuring Deflections of a Short-Span Railway Bridge Using a Robotic Total Station

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    http://yetl.yabesh.ir/yetl1/handle/yetl/56878
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    contributor authorPanos A.
    contributor authorPsimoulis
    contributor authorStathis C.
    contributor authorStiros
    date accessioned2017-05-08T21:35:22Z
    date available2017-05-08T21:35:22Z
    date copyrightFebruary 2013
    date issued2013
    identifier other%28asce%29be%2E1943-5592%2E0000336.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56878
    description abstractA robotic total station (RTS) [or robotic theodolite or theodolite positioning system (TPS)] was used for the first time to measure the deflections of a short-span bridge in response to passing trains. The RTS measurements aimed to a reflector which was set on one of the midspans of the historical Gorgopotamos Bridge in Greece permitted to identify the measurement noise (apparent displacements) up to ±1.3 mm when no trains were passing, and deflections with peaks of 2.5–6 mm during intervals when small or larger trains were passing. These results confirm previous experiments and indicate that, under certain conditions (mostly favorable atmospheric conditions), an RTS can be used for monitoring dynamic displacements of relatively stiff bridges, and as a useful tool for structural health monitoring.
    publisherAmerican Society of Civil Engineers
    titleMeasuring Deflections of a Short-Span Railway Bridge Using a Robotic Total Station
    typeJournal Paper
    journal volume18
    journal issue2
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000334
    treeJournal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 002
    contenttypeFulltext
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